Effect of Rock Structure on Seismic Wave Propagation

Zhongquan Kang, Shengquan He (), Huiling Jiang, Feng Shen and Chengzhu Quan
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Zhongquan Kang: State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control, University of Science and Technology Beijing, Beijing 100083, China
Shengquan He: State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control, University of Science and Technology Beijing, Beijing 100083, China
Huiling Jiang: State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control, University of Science and Technology Beijing, Beijing 100083, China
Feng Shen: State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control, University of Science and Technology Beijing, Beijing 100083, China
Chengzhu Quan: State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control, University of Science and Technology Beijing, Beijing 100083, China

Sustainability, 2025, vol. 17, issue 20, 1-25

Abstract: The extraction of geothermal energy is of great significance for sustainable energy development. The destruction of hard rock masses during geothermal well exploitation generates seismic waves that can compromise wellbore stability and operational sustainability. Seismic waves are known to be affected by rock structures like cracks and interfaces. However, a quantitative understanding of these effects on wave parameters is still lacking. This study addresses this gap by experimentally investigating the effect of crack geometry (angle and width) and rock interfaces on seismic wave propagation. Using a synchronous system for rock loading and seismic wave acquisition, we analyzed wave propagation through carbonate rock samples with pre-defined cracks and interfaces under unconfined, dry laboratory conditions. Key wave parameters (amplitude, frequency, and energy) were extracted using the fast Fourier transform (FFT) and the Hilbert–Huang transform (HHT). Our primary findings show the following: (1) Increasing the crack angle from 35° to 75° and the width from 1 mm to 3 mm leads to significant attenuation, reducing peak amplitude by up to 94.0% and energy by over 99.8%. (2) A tightly pressed rock interface also causes severe attenuation (94.2% in amplitude and 99.9% in energy) but can increase the main frequency by up to 8.5%, a phenomenon attributed to a “boundary effect”. (3) Seismic wave parameters exhibit significant spatial variations depending on the propagation path relative to the source and rock structures. This study provides a fundamental, quantitative baseline for how rock structures govern seismic wave attenuation and parameter shifts, which is crucial to improving microseismic monitoring and wellbore integrity assessment in geothermal engineering.

Keywords: geothermal well; rock structure; seismic wave propagation; spatial evolution law; boundary effect (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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